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本文根据模型试验和钢筋混凝土非线性有限元分析的结果,总结了水利工程中各类非杆件钢筋混凝土结构的工作特性和破坏形态,确定了这些结构极限状态的标志,为这些结构的可靠度分析创造了必要的条件。
Based on the results of model tests and non-linear finite element analysis of reinforced concrete, this paper summarizes the working characteristics and failure modes of various types of non-member reinforced concrete structures in hydraulic engineering and determines the signs of the ultimate state of these structures, which are the reliability of these structures. Analysis creates the necessary conditions.